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Empirical design method and membrane action of bridge decks
A. ElSafty
,
J. Fletcher
, A. Okeil
, K. Tawfiq
, K. Torres
, G. Morcous
School of Engineering
Louisiana State University
Florida State University
University of Nebraska-Lincoln
Research output
:
Chapter or Contribution to Book
›
Chapter
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INIS
membranes
100%
design
100%
bridges
100%
beams
100%
florida
37%
investigations
37%
devices
25%
failures
25%
prestressed concrete
25%
flanges
25%
surfaces
12%
levels
12%
testing
12%
comparative evaluations
12%
capacity
12%
lasers
12%
stiffness
12%
length
12%
prediction
12%
strains
12%
guidelines
12%
thickness
12%
deformation
12%
cracking
12%
wheels
12%
confinement
12%
Keyphrases
Membrane Action
100%
Traditional Design Method
25%
Failure Test
25%
Wheel Load
25%
Deflection Deformation
25%
Lateral Confinement
25%
Beam Centre
25%
Wide Flange
25%
Full-scale Bridge
25%
Cast-in-place
25%
Lateral Force
25%
Compressive Membrane Action
25%
Surface Mounting
25%
Laser Beam Deflection
25%
Engineering
Membrane Action
100%
Lateral Stiffness
16%
Cast-in-Place
16%
Measuring Device
16%
Compressive Membrane Action
16%